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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2006, Volume 47, Issue 5, Pages 77–87 (Mi pmtf2190)  
This article is cited in 5 scientific papers (total in 5 papers)

On the discharge characteristic at the dam site after dam break

V. I. Bukreev

Lavrent’ev Institute of Hydrodynamics, Siberian Division, Russian Academy of Sciences, Novosibirsk, 630090
Full-text PDF (320 kB) Citations (5)
Abstract: A review of the information available in the literature is given, and new experimental data on the depth and discharge at the dam site after a total and a partial dam break are presented. It is shown that in the case of a partial dam break with the formation of a rectangular breach, the specific discharge per unit width of the breach is higher than the specific discharge in the case of a total dam break with the same excess initial energy in the headwater.
Keywords: dam break, discharge characteristic, even bottom, step, drop, sill, breach.
Received: 08.09.2005
Accepted: 21.10.2005
English version:
Journal of Applied Mechanics and Technical Physics, 2006, Volume 47, Issue 5, Pages 679–687
DOI: https://doi.org/10.1007/s10808-006-0104-2
Bibliographic databases:
Document Type: Article
UDC: 532.532.+532.59
Language: Russian
Citation: V. I. Bukreev, “On the discharge characteristic at the dam site after dam break”, Prikl. Mekh. Tekh. Fiz., 47:5 (2006), 77–87; J. Appl. Mech. Tech. Phys., 47:5 (2006), 679–687
Citation in format AMSBIB
\Bibitem{Buk06}
\by V.~I.~Bukreev
\paper On the discharge characteristic at the dam site after dam break
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2006
\vol 47
\issue 5
\pages 77--87
\mathnet{http://mi.mathnet.ru/pmtf2190}
\elib{https://elibrary.ru/item.asp?id=16515923}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2006
\vol 47
\issue 5
\pages 679--687
\crossref{https://doi.org/10.1007/s10808-006-0104-2}
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  • https://www.mathnet.ru/eng/pmtf/v47/i5/p77
    • This publication is cited in the following 5 articles:
    Citing articles in Google Scholar: Russian citations, English citations
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